Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Pudukkottai, Tamil Nadu

Opening Date5 Jan 2024

Closing Date24 Jan 2024

Tender Amount₹ 2,19,50,000

Email

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Costs

EMD
₹ 1,20,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_HWAY_405629_1
Bid Award Id
View
Tender No
TN.NO.57/2023-24
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-186.0 kBTendernotice_1.pdf

TENDERNOTICE NO 57/2023-24

BOQ-1431.6 kBBOQ_482777.xls

BOQ

Corrigendum-144.5 kBAdditionalInformat...AdditionalInformationcorrigendumtn.pdf

Document-41.0 MBDrawing.pdf

DRAWINGS

Document-3424.8 kBSRPQVol1TRY121.pdf

Tender Document Volume I

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road- B

Quantity4.1

Rate16768

Amount 4089.88

Road- C

Quantity3.03

Rate11721

Amount 3868.46

Road- D

Quantity1.38

Rate5467

Amount 3961.61

Road- E

Quantity3.95

Rate15893

Amount 4023.59

Road- F

Quantity2.14

Rate8638

Amount 4036.58

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 - over the existing BT surfaces treated with primer.as per MORT&H Rev. V specifications No.111, 112, 503, 900.

Quantity-

Rate-

Amount -

Road- A

Quantity3845.25

Rate93901

Amount 24.42

Road- B

Quantity7881.25

Rate192460

Amount 24.42

Road- C

Quantity3990

Rate97435

Amount 24.42

Road- D

Quantity2377.5

Rate58058

Amount 24.42

Road- E

Quantity7726.25

Rate188675

Amount 24.42

Road- F

Quantity4452.5

Rate108730

Amount 24.42

Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade-30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 and in accordance with standard specifications for Grading II as per MORTH Vth Rev. 111, 112, 504 & 900

Quantity-

Rate-

Amount -

Road- A

Quantity35.24

Rate295356

Amount 8381.28

Road- B

Quantity65.64

Rate550147

Amount 8381.28

Road- C

Quantity34.43

Rate284855

Amount 8273.48

Road- D

Quantity21.15

Rate177264

Amount 8381.28

Road- E

Quantity72.13

Rate604541

Amount 8381.28

Road- F

Quantity35.89

Rate300804

Amount 8381.28

Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORT&H Rev. V specifications No.111, 112, 507, 900.

Quantity-

Rate-

Amount -

Road- A

Quantity115.36

Rate1241487

Amount 10761.85

Road- B

Quantity236.43

Rate2544424

Amount 10761.85

Road- C

Quantity119.71

Rate1274831

Amount 10649.33

Road- D

Quantity71.33

Rate767642

Amount 10761.85

Road- E

Quantity231.78

Rate2494381

Amount 10761.85

Road- F

Quantity133.57

Rate1437460

Amount 10761.85

Collection and supply of Carted earth including cost and conveyance to worksite with an average lead of 1.00 Km and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and and tamping including all tools and plants and all other incidental charges etc., complete for in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900 - for Berms

Quantity-

Rate-

Amount -

Road- A

Quantity198.47

Rate33509

Amount 168.84

Road- B

Quantity394.25

Rate66565

Amount 168.84

Road- C

Quantity196.7

Rate33210

Amount 168.84

Road- D

Quantity118.2

Rate19956

Amount 168.84

Road- E

Quantity396.6

Rate66961

Amount 168.84

Road- F

Quantity221.45

Rate37389

Amount 168.84

Earth work excavation in all classes of soils except hard rockrequiring blasting and depositing on bank as per SS20B with allleads and lifts and all other incidental charges such as bailingout water shoring strutting, walling & forming protective bundswherever necessary etc complete as per relevent standardspecification for dressing the bed

Quantity-

Rate-

Amount -

Road- G

Quantity35.64

Rate3993

Amount 112.05

Road- H

Quantity23.64

Rate2648

Amount 112.05

Vibrated Cement Concrete of grade M15(Nominal mix 1:2:4 ) using 40 mm ISS HBG metal using M-sand including cost and conveyance of all materialsto site and cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concreteworking at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc., complete as per relevent standard specification for levelling course below toe wall of flexible apron in bridge portion and revetment in approaches.

Quantity-

Rate-

Amount -

Road- G

Quantity11.88

Rate75180

Amount 6328.3

Road- H

Quantity11.82

Rate71394

Amount 6040.17

Vibrated cement concrete M20(Nominalmix) using 40mm ISS size hard broken granite metal using M-sand including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Toe wall around Flexible apron in bridge portion and revetment in approaches.

Quantity-

Rate-

Amount -

Road- G

Quantity124.63

Rate1247400

Amount 10008.83

Road- H

Quantity191.25

Rate1879423

Amount 9827.05

Filling with carted earth including cost and conveyance to work site with an average lead of 1.00 Km and stacking them on road side for taking premeasurement and spreading the same in low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc.,complete for making up low berms as per MORTH Vth Rev.,111,112,201,306,3003 & 900 for embankment below revetment.

Quantity-

Rate-

Amount -

Road- G

Quantity1125

Rate189945

Amount 168.84

Supplying and providing gravel back fill with clean gritty free draining gravel including cost of gravel having pre value more than 40,conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all lead sand lifts for water and all other incidental charges etc., complete.for backfilling of revetment

Quantity-

Rate-

Amount -

Road- G

Quantity75

Rate41842

Amount 557.9

Filling with stone dust including cost and conveyance of stone dust to work site, laying, handling charges and filling in layers including all labour and machinary charges tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete and in accordance with standardspecifications as per MORTH Vth Rev., 305 & 2907-for below the Flexible apron

Quantity-

Rate-

Amount -

Road- G

Quantity218.6

Rate110458

Amount 505.3

Road- H

Quantity1211.3

Rate419533

Amount 346.35

Granite rough stone dry packing for LAUNCHING APRON using good size granite roughstone,(using 20% of old rough stone available at site of work & 80% of new rough stone) properly wedged with quarry spalls including cost and conveyance of all materials to site,labour charges for packing the same in position and all other incidental charges etc complete for flexible apron in bridge portion and revetment in approaches

Quantity-

Rate-

Amount -

Road- G

Quantity279.9

Rate592458

Amount 2116.68

Road- H

Quantity481.2

Rate916671

Amount 1904.97

Calculation of SubTotal, GST and Total Amount carried out by system automatically

Quantity-

Rate-

Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 18600456

Add GST at 18%

Quantity1

Rate-

Amount 3348082

Total Value put to Tender

Quantity1

Rate-

Amount 21948538

Quoted Percentage

Quantity1

Rate-

Amount -

Quoted Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final Quoted Value

Quantity1

Rate-

Amount -

Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate18600456

Amount -

Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

Quantity-

Rate-

Amount -

Quoted Rate in Words

Quantity-

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Amount -

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